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The sound pressure is calculated with the structural response solution by using the boundary element method.
The forced response solution is compared to the numerical integration results.
The transfer function method is used to formulate the free response solution.
A major difficulty in finite element analysis is the preparation of an effective mesh leading to a good response solution.
By applying harmonic balance and limitation operation, all coefficients of the harmonic components in the forced response solution are fully approached.
A VIV response solution model is established in modal space, consisting of a hydrodynamic force equation and a dynamic response equation.
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The critical response solutions require higher multiple frequency components to exist.
Four pole parameters are formulated form the pressure response solutions using the modal series expansion method.
Also, as with the earlier single-degree-of-freedom study, two dynamic response solutions exist at certain parameter values.
Four pole parameters are formulated form the pressure response solutions using the modal series expansion method and orthogonality property.
Another vintage Yogi-ism, "A nickel ain't worth a dime anymore," resonates for iXP, Mr. Metro says, because "municipal governments are trying to figure out how to afford emergency response solutions and do more with less".
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